Study on stress distribution and failure criterion of the roof for the severely inclined coal seam under long wall working
详细信息    查看全文
  • 作者:Xiang-rui Meng (1)
    Zhao-ning Gao (1)
    Xiang-qian Wang (1)
  • 关键词:stress distribution ; severely inclined coal seam ; failure criterion
  • 刊名:Journal of Coal Science and Engineering (China)
  • 出版年:2012
  • 出版时间:June 2012
  • 年:2012
  • 卷:18
  • 期:2
  • 页码:118-122
  • 全文大小:665KB
  • 参考文献:1. Gao Z N, Shi P W, 2003. Roof failure in the severely inclined coal seam under working analyzed by means of the mechanical model. / Ground Pressure and Strata Control, 21(1): 81鈥?4.
    2. J眉 W J, Li W Z, 2008. Fracture mechanical model of main roof along inclined for fully-mechanized top-coal caving in steep and extra-thick coal seam. / Journal of China Coal Society, 33(6): 606鈥?08.
    3. Li H, Liang B, Li G, Bai Y P, Zhang C M, 2010. Prediction on the bending deflection of overlying strata caused by the steeply inclined coal seam mining in mountainous area. / The Chinese Journal of Geological Hazard and Control, 21(3): 101鈥?04.
    4. Lin H F, Li S G, Cheng L H, Zhang W, 2008. Assessment of the overlying strata under working by means of the thin slab theory. / Journal of China Coal Society, 33(10): 1081鈥?085.
    5. Shao X P, Shi P W, He G C, 2007. Analysis of the structure of the unloading arch of roof of the severely inclined seam under caving. / Journal of University of Science and Technology Beijing, 29(5): 447鈥?51.
    6. Shi P W, Gao Z N, 2003. The laws governing the failure of the surrounding rock and the overlying bed in unusually steep thick coal seam under working. / Journal of China Coal Society, 28(1): 13鈥?6.
    7. Shi P W, Shao X P, 2006. Impacts on the roof caving in the steeply inclined coal seam by roof failure and instability. / Journal of Liaoning Technical University, 25(5): 641鈥?44.
    8. Sun X D, Jia G S, Mao D B, 2011. Investigation into the underground pressure behavior of the severely inclined thin coal seam under working. / Coal Mining Technology, 16(2): 94鈥?6.
    9. Wang M L, Zhang Y Z, Zhang H X, 2010. Theoretical analysis on asymmetric failure of overburden in steep coal mining. / Journal of Mining & Safety Engineering, 27(4): 558鈥?61.
    10. Wang Y X, Tai X M, Jiang S, 2001. Mechanical product conceptual design under three dimensional virtual design circumstance. / China Mechanical Engineering, 12(3): 256鈥?58.
    11. Xu Z G, 2006. Elastic mechanics. Beijing: Higher Education Press.
    12. Zhang J F, Shi P W, Zhang H M, 2008. The buckling failure of the roof of the severely inclined seam in caving. / Journal of Xi鈥檃n University of Science and Technology, 28(2): 392鈥?96.
    13. Zhang J F, Shi P W, Zhang H M, 2009. Stability analysis of basic roof after first destruction in the steep seam. / Journal of China Coal Society, 34(9): 1160鈥?164.
  • 作者单位:Xiang-rui Meng (1)
    Zhao-ning Gao (1)
    Xiang-qian Wang (1)

    1. School of Energy and Safety, Anhui University of Science and Technology, Huainan, 232001, China
  • ISSN:1866-6566
文摘
By turning to the theory of elastic thin plates, a mechanical model of the main roof breaking for severely inclined seam under long wall working was esbalished, in which formulaes were deduced for the calculation of the stress distribution. When the main roof stress distribution was characterized, the failure form of the roof in the long wall coal seam under work was given with the failure criterion deduced. The deduced failure criterion was then applied to the No.3232(3) face of the Lizuizi Coal Mine; the first pressure for the working face was accurately predicted. Results of the field application show that the main roof of the severely inclined coal seam under long wall working breaks in the O-X pattern, which is basically in accordance with the reality.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700